期刊名：Geotechnics

期刊主页：https://www.mdpi.com/journal/geotechnics

本期文献清单为您精选2024-2025年Geotechnics 17篇Editors Choice 文章。本刊所有文章均以开放获取形式出版，可免费供您免费并无限制地阅读全部内容。

1. Enhancing Lime Dosage Determination for Lean Clay Soil Improvement: Significance of Plasticity Limit and Interpretation Approach

提高低塑性黏土石灰改良剂量确定方法：塑限的重要性与解释方法

https://www.mdpi.com/2673-7094/5/1/9

Babanas, H.; Courcelles, B. Enhancing Lime Dosage Determination for Lean Clay Soil Improvement: Significance of Plasticity Limit and Interpretation Approach. Geotechnics 2025, 5, 9.

2. A Review of Particle Packing Models and Their Applications to Characterize Properties of Sand-Silt Mixtures

颗粒堆积模型及其在砂–粉土混合物性质表征中的应用综述

Chang, C.S.; Chao, J. A Review of Particle Packing Models and Their Applications to Characterize Properties of Sand-Silt Mixtures. Geotechnics 2024, 4, 1124-1139.

https://www.mdpi.com/2673-7094/4/4/57

3. Understanding the Geotechnical Behaviour of Pumiceous Soil: A Review

浮石土岩土工程特性的研究进展综述

Elankumaran, B.; de Graaf, K.L.; Orense, R.P. Understanding the Geotechnical Behaviour of Pumiceous Soil: A Review. Geotechnics 2024, 4, 1189-1227.

https://www.mdpi.com/2673-7094/4/4/61

4. A Review of Soil Constitutive Models for Simulating Dynamic Soil–Structure Interaction Processes Under Impact Loading

冲击荷载下土–结构动力相互作用模拟用土体本构模型综述

Yosef, T.Y.; Fang, C.; Faller, R.K.; Kim, S.; Alomari, Q.A.; Atash Bahar, M.; Kumar, G.S. A Review of Soil Constitutive Models for Simulating Dynamic Soil–Structure Interaction Processes Under Impact Loading. Geotechnics 2025, 5, 40.

https://www.mdpi.com/2673-7094/5/2/40

5. Review of the Seismic Response of Immersed Tunnels

沉管隧道地震反应研究综述

Miranda, L.; Caldeira, L.; Serra, J.B.; Gomes, R.C. Review of the Seismic Response of Immersed Tunnels. Geotechnics 2025, 5, 72.

https://www.mdpi.com/2673-7094/5/4/72

6. Measurements of Shear Wave Velocity for Collapsible Soil

湿陷性土剪切波速测试研究

EI-Shafee, O.; Sasanakul, I.; Abdoun, T.; Zeghal, M. Measurements of Shear Wave Velocity for Collapsible Soil. Geotechnics 2024, 4, 430-446.

https://www.mdpi.com/2673-7094/4/2/24

7. Derivation of Contour Plots for the Characterization of the Behaviour of Sand under Undrained Loading

不排水加载条件下砂土行为特征的等值线图推导方法

Saathoff, J.-E.; Achmus, M. Derivation of Contour Plots for the Characterization of the Behaviour of Sand under Undrained Loading. Geotechnics 2024, 4, 530-548.

https://www.mdpi.com/2673-7094/4/2/29

8. Determination of the Critical State Line in Partially Frozen Sand

部分冻土砂土临界状态线的确定方法

Liang, Y.; Beier, N.; Sego, D.C. Determination of the Critical State Line in Partially Frozen Sand. Geotechnics 2025, 5, 10.

https://www.mdpi.com/2673-7094/5/1/10

9. Influence of Acceleration Field Curvature on Physical and Numerical Modeling of Liquefiable Slopes in Geotechnical Centrifuge Tests

加速度场曲率对可液化边坡离心试验物理与数值模拟的影响

ElGhoraiby, M.A.; Manzari, M.T. Influence of Acceleration Field Curvature on Physical and Numerical Modeling of Liquefiable Slopes in Geotechnical Centrifuge Tests. Geotechnics 2025, 5, 29.

https://www.mdpi.com/2673-7094/5/2/29

10. Nonlinear Viscoplastic Modeling of the Feijão Dam 1 Failure

Authors: Tyler J. Oathes and Ross W. Boulanger

Feijão 1号尾矿坝失稳的非线性黏塑性模型研究

Oathes, T.J.; Boulanger, R.W. Nonlinear Viscoplastic Modeling of the Feijão Dam 1 Failure. Geotechnics 2025, 5, 41.

https://www.mdpi.com/2673-7094/5/2/41

11. An Improved Thermodynamic Energy Equation for Stress–Dilatancy Behavior in Granular Soils

颗粒土应力–剪胀行为的改进热力学能量方程

Chang, C.S.; Chao, J. An Improved Thermodynamic Energy Equation for Stress–Dilatancy Behavior in Granular Soils. Geotechnics 2025, 5, 43.https://www.mdpi.com/2673-7094/5/3/43

12. Geological and Geotechnical Studies Aimed at the Project and Construction of Rockfill Recharge Dams: The Case Study of the Wadi Sulayf Dam, Wilayat Ibri Region, Oman

面向石渣回灌坝工程设计与施工的地质与岩土研究：阿曼伊卜里地区苏莱夫河坝案例分析

Canzoneri, V.; Bonfardeci, A.; Bongiovanni, S.; Coletta, L.; Curcuruto, E.P.; Gasparo Morticelli, M.; Sulli, A.; Canzoneri, A. Geological and Geotechnical Studies Aimed at the Project and Construction of Rockfill Recharge Dams: The Case Study of the Wadi Sulayf Dam, Wilayat Ibri Region, Oman. Geotechnics 2025, 5, 74.

https://www.mdpi.com/2673-7094/5/4/74

13. Theoretical Solutions of Wave-Induced Seabed Response Under Fully Drained and Undrained Conditions for Verification of a Numerical Analysis Code

用于数值分析程序验证的波浪作用下可排水与不排水海床响应理论解

Iijima, T.; Toyoda, T.; Noda, T. Theoretical Solutions of Wave-Induced Seabed Response Under Fully Drained and Undrained Conditions for Verification of a Numerical Analysis Code. Geotechnics 2025, 5, 81.

https://www.mdpi.com/2673-7094/5/4/81

14. An Anchoring Capacity Study Focused on a Wheel’s Curvature Geometry for an Autonomous Underwater Vehicle with a Traveling Function during Contact with Loose Ground Containing Water

针对具备行走功能的自主水下航行器在含水松散地基接触工况下基于轮部曲率几何的锚固能力研究

Ofuchi, A.; Fujiwara, D.; Iizuka, K. An Anchoring Capacity Study Focused on a Wheel’s Curvature Geometry for an Autonomous Underwater Vehicle with a Traveling Function during Contact with Loose Ground Containing Water. Geotechnics 2024, 4, 350-361.

https://www.mdpi.com/2673-7094/4/2/19

15. Improved Wave Equation Analysis for Piles in Soil-Based Intermediate Geomaterials with LRFD Recommendations and Economic Impact Assessment

适用于土基中间地质材料桩基的改进波动方程分析及其荷载与抗力分项系数设计法建议与经济影响评估

Kalauni, H.K.; Masud, N.B.; Ng, K.; Wulff, S.S. Improved Wave Equation Analysis for Piles in Soil-Based Intermediate Geomaterials with LRFD Recommendations and Economic Impact Assessment. Geotechnics 2024, 4, 362-381.

https://www.mdpi.com/2673-7094/4/2/20

期刊介绍

Geotechnics（ISSN 2673-7094）是一个国际性、跨学科、同行评审开放获取期刊。创刊于2021年，作者群体覆盖全球多个国家和地区，编委会由来自13个国家的45位资深学者组成，负责把控所发表文章的质量以及期刊的整体发展方向。目前，Geotechnics期刊已被Scopus、ESCI（Web of Science）、DOAJ等数据库收录，并持续提升其学术影响力。

期刊旨在发表与地学信息领域各方面相关的最新研究成果与综述论文，主题包括且不限于：

地基与土–结构相互作用；土体性质、改良与修复；土力学与岩石力学；地震工程；岩土材料的力学、物理、水力和热学性质；滑坡与边坡稳定；地质灾害；地下结构；岩土工程中的数值模拟与数据分析；环境岩土工程；水文地质；废弃物与废弃物管理

主编：

Prof. Dr. George Mylonakis

University of Bristol, UK and Khalifa University, UAE

2024 Impact Factor：1.9

2024 CiteScore：3.6

Time to First Decision：20.6 Days

Acceptance to Publication：4.8 Days